KR20070122434A - Anchor combined material installation device - Google Patents

Abstract

An anchor apparatus for installing an element is provided to adjust simply a finishing thickness of a stone material by adjusting a length of a plate section through perforating and cutting work. An anchor apparatus comprises an anchor section(4') and a plate section(4) which is symmetrically coupled to a lower end portion of the anchor section. The plate section is used for installing an element. Holes(4a,4a') and slots(4b,4b') are formed at left and right portions of the plate section. The slots have a width of 10mm and a length of 30mm. A central slot is formed at the center of the plate section and a lower end portion of the central slot is open. A platform is formed at the center of the central slot to divide the central slot into two parts.

Description

Anchor combined material installation device {omitted}

BRIEF DESCRIPTION OF THE DRAWINGS The whole perspective view which showed the state equipped with the anchor combined material installation apparatus which concerns on one Embodiment of this invention.

2 is a perspective view showing a state in which the anchor combined material installation device according to the embodiment of the present invention is separated.

3 is a plan view showing a state in which an anchor combined material installation device according to an embodiment of the present invention is coupled to a concrete wall 10 of a building.

4 is a front view and a plan view showing a state in which an anchor combined material installation apparatus according to an embodiment of the present invention is mounted.

5 is a perspective view showing another example in which the anchor combined material mounting apparatus according to one embodiment of the present invention is utilized.

<Description of Main Reference Numbers in Drawing>

Rectangular rectangular pin

2. B-shaped buffin-cutting section left and right bent toward buankabu (1 ', 2', 3 ')

3. L-shaped buffin-cutting part left and right bent to the opposite side of buankabu (1 ', 2', 3 ')

One'. Buankabu connected to the rectangular buffin cut

1a, 1a ', 2a, 2a', 3a, 3a '. Pliers for subsidiary materials installation

1b, 1b ', 2b, 2b', 3b, 3b '. Subsidiary Material Slot

1c, 2c, 3c. Platform

1d, 2d, 3d. Opening

1e, 2e, 3e. Upper slot

1f, 2f, 3f. Part between the openings 1d, 2d, 3d and the upper slots 1e, 2e, 3e

1 g, 2 g, 3 g. 4 triangle blades

4. Pinch

4'. Ankabu

4a, 4a '. Pin Drilling Machine for Material Installation

4b, 4b '. Material installation slot

4d. Open slot

4e. hole

4f. platform

4f '. Between hole 4e and center slot

4 g. 4 triangle blades

5. Anchor cross sealing groove

5a, 5a ', 5b, 5b'. Cross Recessed Grooves

10. Concrete wall 11. Steel structure

12. Stone installation deadline 13. Anchor

14. Stone installation baseline 15. Anchor installation baseline

16.Stone 17.Pin

The present invention relates to an anchor mounting material installation device that can be easily installed and constructed that can be used for the concrete wall 10 or the steel structure 11 of a building. Conventionally, the distance of the 10X30mm bidirectional SLOT HOLE of the bending angle coupled with the anchor set installed in the stone installation anchor hole 13 of the building is correlated with the upper and lower surfaces of the bending angle and the stone edge contact surface, and the stone installation position is changed. Installation of existing stone anchor set where anchor installation reference line (15) and stone installation reference line (14) are separate and horizontal deviation of 10X30mm bidirectional slots of bending angles. The construction is delayed due to unnecessary time consumption, and also, the bending angle and the adjustment plate are combined, which is a conventional method applied when the concrete wall 10 or the steel structure 11 and the stone installation deadline 12 of the building are lengthened. The length of the stone finish distance (12) is increased by using the anchor cross-sectional area and the wider bending angle or bending angle depending on the load calculation for each stone unit. The problem of causing the increase of construction cost due to the adjustment of the metal, the damage of the bending part of the bending angle, and the anchor nut of the anchor set and the 10X30mm bidirectional SLOTHOLE binding of the bending angle are used to loosen the anchor nut due to the load and vibration of the stone. It is generated as a cause of the secondary construction, in order to compensate for this, the anchor double material installation apparatus according to the present invention is created.

The present invention is to provide a building anchor combined material installation apparatus for reducing the cost.

According to an embodiment of the present invention for achieving the above object, the anchor portion is inserted and fixed in the anchor hole; And connected to the lower end of the anchor portion, the material can be installed, the anchor combined material installation apparatus including a pinch portion having a left-side bent b-shaped or left-sided be-shaped b-shaped to the opposite side of the anchor portion Is provided.

The anchor portion has a shape in which a number of left and right symmetrical rhombuses having a lower side than the upper side are continuous up and down so that a plurality of triangular blades are formed symmetrically from left to right, and the pinch portion has a left and right symmetrical shape. Material installation pin driller and material installation slot may be formed one by one.

The left and right symmetrical rhombuses longer than the upper side have a shape in which a plurality of triangular blades are formed symmetrically from side to side, and an opening is formed at the upper side, and an upper slot is formed at the bottom of the opening. Buankabu being; And connected to the lower end of the buanka portion, and further comprising a bunching portion that can be installed material, the anchor portion is formed with an open slot at the top, a hole is formed below the open slot, the pinch portion A central slot having an open bottom is formed at the center thereof, and a platform extending from the left and right divided by the central slot is formed at the center of the central slot to divide the central slot into two parts, and between the hole and the central slot. Is formed to have a cut state, and the bucaca part is inserted into the center hole after the anchor part is inserted into the center slot to open the platform, and is then inserted into the gap between the center slot and the hole. It is inserted into the anchor hole while being bound, and the portion between the opening and the upper slot has a cut state. When inserted into the anchor portion of the bucaca part is formed between the opening slot and the hole and continue to enter and is formed to be caught in the open slot, the pinch pinch portion has a symmetrical shape, for installation of subsidiary materials on the left and right A pin-drilling hole and a subsidiary material installation slot are formed one by one, and a platform latching hole may be formed at a position corresponding to the platform when the bunchor part is inserted into the anchor part.

The left and right symmetrical rhombuses longer than the upper side have a shape in which a vertical line passing through the center is rotated about an axis that is continuous up and down, and from the lower end, the anchor portion and the buanca portion may be inserted orthogonally to each other. A cross insertion groove is formed and may further include an anchor hole cross groove rod inserted into and fixed to the anchor hole.

Hereinafter, specific embodiments of the present invention will be described with reference to the accompanying drawings. Like reference numerals in the accompanying drawings denote like elements.

1 is an overall perspective view showing a state in which the anchor combined material installation apparatus according to an embodiment of the present invention is mounted, Figure 2 is a perspective view showing a state in which the anchor combined material installation apparatus according to an embodiment of the present invention is separated. 3 is a plan view showing a state in which an anchor combined material installation apparatus according to an embodiment of the present invention is coupled to a concrete wall 10 of a building, and FIG. 4 is an anchor combined material installation according to an embodiment of the present invention. It is a front view and a top view which show the state with which the apparatus was mounted, and FIG. 5 is a perspective view which shows the other example where the anchor combined material installation apparatus which concerns on one Embodiment of this invention is utilized.

An anchor combined material installation apparatus according to an embodiment of the present invention is commonly applied to the anchor hole 13 of a concrete wall of a building or a steel structure as shown in FIG. 2 to be inserted and fixed vertically regardless of the wall shape. And a pinch portion 4 which is connected to the lower end of the anchor portion 4 'and the anchor portion 4' to be symmetrically formed.

The pinch portion 4 may be implemented with STS 304 metal 6 mm plate material having a width of 100 mm and a length of 50 mm.

Pin pinch portion 4 is a material that can be installed, the left and right pinching holes (4a, 4a ') and the material installation slots (4b, 4b') of 10mm in width, 30mm in length are formed one each. The material installation pin drills (4a, 4a ') can be formed symmetrically, it can be implemented with a diameter of 6mm that can be mounted pin when the material such as stone is installed. The material installation slots 4b and 4b 'may be equipped with an extension plate for finishing distance when the material is installed.

In the center of the pinch portion (4) is formed a central slot with an open bottom, in the center of the center slot is formed a platform (4f) extending from the left and right divided by the center slot to form a center slot of 7mm in width, 20mm in length Divide into parts The width of the platform 4f may be 5mm.

The anchor portion 4 ′ has a shape in which four rhombuses having an upper side 14 mm, a lower side 20 mm, and a height of 10 mm are continuous up and down so that four triangular blades 4g are formed on the left and right sides. As shown in FIG. 2, the rhombus may have a symmetrical shape, whereby four triangular blades 4g are formed symmetrically. An open slot 4d having a width of 7 mm and a length of 10 mm is formed at an upper end of the anchor portion 4 ', and a circular hole 4e having a diameter of 7 mm is formed below the open slot 4d. The distance between the open slot 4d and the hole 4e may be 5 mm.

The space 4f 'between the hole 4e and the center slot is formed to have a cut state.

In the anchor combined material installation device according to the present embodiment, as shown in FIG. 2, after the anchor portion 4 ′ is inserted into the anchor hole 13, the anchor portion 4 ′ enters the center slot of the pinch portion 4 and the platform 4f. Buaca parts (1 ', 2', 3 ') inserted into the anchor hole (13') while being coupled to the anchor part (4 ') by being inserted while opening (4f') between the center slot and the hole (4e). And it may further include a pinch pinch portion (1, 2, 3) connected to the lower end of the buangka portion (1 ', 2', 3 ') is formed symmetrically.

The buffin-cutting portions 1, 2, and 3 are rectangular (1) having a width of 100 mm and a length of 50 mm, a b-shaped shape (2) bent toward the buangka portions (1 ', 2', 3 ') and a left and right buangka portion. (1 ', 2', 3 ') has one shape selected from the group consisting of a bevel (3) bent to the opposite side.

On the left and right sides of the sub-pinning portions 1, 2, and 3, sub-material mounting pin holes 1a, 1a ', 2a, 2a', 3a, 3a ', and sub-material mounting slots 1b, 1b', 2b having a width of 10 mm and a length of 30 mm. , 2b ', 3b, 3b') are each formed one by one.

The subsidiary material installation pin drills (1a, 1a ', 2a, 2a', 3a, 3a ') can be implemented with a diameter of 6mm that can be mounted to the pin when a material such as stone is installed on the left and right. Subsidiary material installation slots (1b, 1b ', 2b, 2b', 3b, 3b ') may be equipped with a distance increase adjustment plate when the material is installed on the left and right.

Buanka part (1 ', 2', 3 ') has four rhombuses (1g, 2g, 3g) are formed on the left and right by having five rhombuses of 14mm at the top, 20mm at the bottom, and 10mm in height. It has a shape. As shown in FIG. 2, the rhombus may have a symmetrical shape, whereby four triangular blades 4g are formed symmetrically. Openings 1d, 2d, and 3d are formed at the upper ends of the bucaca part 1 ', 2', and 3 ', and inside the openings 1d, 2d, and 3d, upper slots 1e, 7mm in width and 20mm in length, respectively. 2e, 3e) are formed.

The openings 1d, 2d, 3d may be semicircles with a diameter of 7 mm. The distance between the openings 1d, 2d, 3d and the upper slots 1e, 2e, 3e may be 5 mm.

The portions 1f, 2f, and 3f between the openings 1d, 2d, and 3d and the upper slots 1e, 2e, and 3e have a cut state, thereby opening the slots 4d upon insertion into the anchor portion 4 '. After opening by 4h between the hole and 4e, it continues to enter and is formed to be caught by the open slot 4d.

In the center of the buffing portions 1, 2, 3, a diameter of 10 mm at a position corresponding to the platform 4f at the time of insertion of the buccaneous portions 1 ', 2', 3 'into the anchor portion 4'. Platform latches 1c, 2c, and 3c are formed.

Meanwhile, the anchor combined stone installation corner device of the STS 304 metal sheet material according to the present embodiment may further include an anchor hollow groove rod 5 of plastic material, as shown in FIG. 2.

Anchor hole contact cross groove (5) is inserted into a fixed anchor hole 13 of 14mm in diameter, as shown in Figure 2, the shape of the five rhombus of the upper side 14mm, the lower side 20mm, 10mm in height is continuous up and down It has an appearance of rotating the vertical line passing through the center of the axis.

A cross insertion groove 5a, 5a 'from which the anchor portion 4' and the bucaca portion 1 ', 2', 3 'can be inserted at right angles to each other in turn from the lower end of the anchor hollow cross groove rod 5; , 5b, 5b ') are formed. The cross insertion grooves 5a, 5a ', 5b, and 5b' may be formed to have a width of 6mm and a depth of 45mm.

The actual application of the anchor combined material installation device according to the present embodiment will be described below with reference to FIGS. 1 and 2.

First, an anchor portion 4 'is inserted into a portion 5a, 5a' of the cross insertion grooves 5a, 5a ', 5b, and 5b' of the cross recess groove rod 5 for anchoring, and then the pinch portion 4 is inserted. It is inserted into the anchor hole 13 while standing vertically. Then, the bucaca portions 1 ', 2', 3 'are inserted into the remaining cross insertion grooves 5b and 5b' of the anchor hole close cross groove 5 through the center slot of the pinch portion 4. . In this case, the pin pins 1, 2, 3 are in a horizontal state.

Buanka portions 1 ', 2', 3 'inserted through the center slot of the pinch portion 4 enter the platform 4f, and then open up and down between the center slot and the hole 4e (4f'). Done. The portions 1f, 2f, and 3f between the openings 1d, 2d, and 3d and the upper slots 1e, 2e, and 3e are laterally opened by the opening slot 4d and between the holes 4e (4h). After continuing to enter and engage in the open slot (4d) is coupled, and at the same time the platform (4f) that has been opened is caught and coupled to the platform catch (1c, 2c, 3c).

By this process, the triangular blades (1g, 2g, 3g) of the bucaca part (1 ', 2', 3 ') and the triangular blade (4g) part of the anchor part (4') have a cross recessed groove for anchor anchoring ( 5) together with the anchor hole 13 may be installed.

Therefore, it is possible to simply install the stone safely and completely on the concrete wall 10 or the steel structure 11 of the building.

In addition, the mounting / installation time of the anchor combined stone installation corner device is shortened, and the stone installation reference line 14 and the anchor installation reference line 15 are simply installed on the same line, and the stone to be constructed at the stone installation corners is placed up and down, Since the installation is connected to the left and right, it is possible to improve the construction quality by the efficient stone installation on the same line as the building stone installation reference line (14).

As another example in which the anchor combined material installation apparatus according to the present embodiment is utilized, as shown in FIG. 5, when the stones are installed horizontally and vertically on the same stone installation reference line 14, the stone edges are one side up, down, left, and right. Anchors (13) are installed at the corners of the building so that they cross, and horizontal and vertical intersecting stone installation reference lines (14) are easily determined without having to calculate the construction stone finishing dimensions of the stone to be applied to the building. It is a useful invention that can be installed and applied to all materials to be attached to the building, such as stone or tile in the left and right, up and down or horizontally, vertically as a result of the combination of the installed anchor combined stone installation corner device.

As described above, using the existing mass-produced STS 304 metal 6 millimeter plate material mounted on the anchor hole 13 installed on the stone installation reference line 14, the length of the pinch portion 4 is simply adjusted by simple drilling and cutting. Simply the stone installation deadline 12 is to be adjusted.

Claims (1)

An anchor portion inserted and fixed to the anchor hole; And Connected to the lower end of the anchor portion, the material can be installed, the anchor combined material installation device comprising a pinch portion having a L-shaped left or right bent toward the anchor portion or the left and right bent to the opposite side of the anchor portion.

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